Laserfiche WebLink
. , � • <br /> BeamChek v2013 licensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Dining Room <br /> Window Header Prepared by:WMG Date: 1/06/16 <br /> Selection 4x 6 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.5 in2 R2= 0.5 in2 (1.5) DL Defl= 0.01 in <br /> Data Beam Span 4.0 ft Reaction 1 LL 100# Reaction 2 LL 100# <br /> Beam Wt per ft 4.68# Reaction 1 TL 329# Reaction 2 TL 329# <br /> Bm Wt Included 19# Maximum V 329# <br /> Max Moment 329'# Max V(Reduced) 254# <br /> TL Max Defl L/240 TL Actuai Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(inZ) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.02 <0.01 <br /> Critical 3.38 2.12 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 19% 11% 8% 3% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad usted Values 1170 180 1.6 625 <br /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le =0.00 Ft <br /> Loads Uniform LL: 50 Uniform TL: 80 =A <br /> Par Unif TL Start End <br /> H =80 0 4.0 <br /> H _.—� <br /> Uniform Load A __� <br /> ----_ � <br /> � � <br /> R1 =329 R2=329 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � / � <br />